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The Resource Earthquake-Induced Landslides : Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect

Earthquake-Induced Landslides : Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect

Label
Earthquake-Induced Landslides : Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect
Title
Earthquake-Induced Landslides
Title remainder
Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect
Creator
Subject
Language
eng
Member of
Cataloging source
MiAaPQ
Literary form
non fiction
Nature of contents
dictionaries
Series statement
Springer Natural Hazards Ser
Earthquake-Induced Landslides : Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect
Label
Earthquake-Induced Landslides : Initiation and Run-Out Analysis by Considering Vertical Seismic Loading, Tension Failure and the Trampoline Effect
Link
http://libproxy.rpi.edu/login?url=https://ebookcentral.proquest.com/lib/rpi/detail.action?docID=4915765
Publication
Copyright
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Carrier category
online resource
Carrier category code
cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
  • Preface -- Contents -- Notations and Acronyms -- List of Figures -- List of Tables -- 1 Introduction -- Abstract -- 1.1 Background -- 1.1.1 Landslide -- 1.1.2 Earthquake-Induced Landslides -- 1.2 Preventive Countermeasures and Two Major Issues -- 1.3 Scope and Objectives -- 1.4 Monograph Organization -- References -- 2 Review of Studies on Earthquake-Induced Landslides -- Abstract -- 2.1 Introduction -- 2.2 Seismic Slope Stability Analysis -- 2.2.1 Pseudo-Static Methods -- 2.2.1.1 Magnitude -- 2.2.1.2 Direction -- 2.2.1.3 Acting Point -- 2.2.2 Dynamic Sliding Block Methods -- 2.2.2.1 Extensions -- 2.2.2.2 Applications -- 2.2.2.3 Regional Scale Analysis -- 2.2.3 Stress-Strain Methods -- 2.2.3.1 Continuous Methods -- 2.2.3.2 Discontinuous Methods -- 2.3 Landslide Run-Out Analysis -- 2.3.1 Experiment Methods -- 2.3.2 Empirical Methods -- 2.3.2.1 Regression Model-Based Methods -- 2.3.2.2 Geomorphology-Based Methods -- 2.3.3 Analytical Methods -- 2.3.4 Numerical Simulation Methods -- 2.3.4.1 Continuous Methods -- 2.3.4.2 Discontinuous Methods -- 2.4 Comparisons of Various Methods and Conclusions -- References -- 3 Seismic Slope Stability Analysis by Considering Tension Crack -- Abstract -- 3.1 Introduction -- 3.2 Numerical Simulation Method -- 3.2.1 Failure Mechanism in the FLAC3D -- 3.2.2 Dynamic Formulation -- 3.2.2.1 Brief Description of Dynamic Analysis Using FLAC3D -- 3.2.2.2 Modeling with FLAC3D -- 3.2.2.3 Earthquake Loading -- 3.2.3 Results -- 3.2.3.1 Stress and Tension Failure -- 3.2.3.2 FOS Based on Tension-Shear Failure Mechanism -- 3.2.4 Discussions -- 3.2.4.1 Tensile-Shear Failure Mechanism Versus Shear-Only Failure Mechanism -- 3.2.4.2 Shape of Slip Surface -- 3.2.4.3 Progressive Failure -- 3.3 Comparison of Limit Analysis and Numerical Simulation -- 3.3.1 Comparison of the Depth of Tension Failure -- 3.3.2 Comparison of FOS
  • 3.3.3 Comparison of the Shape of Slip Surface -- 3.4 Conclusions -- References -- 4 Run-Out Analysis of Earthquake-Induced Landslides -- Abstract -- 4.1 Introduction -- 4.2 Trampoline Effect Induced by Extreme Seismic Loadings -- 4.2.1 Extreme Seismic Loading -- 4.2.2 Trampoline Effect -- 4.2.3 Verification of Trampoline Effect Using DDA -- 4.3 Existing Long Run-Out Models -- 4.3.1 Fluidizations -- 4.3.2 Air Cushion -- 4.3.3 Liquefaction -- 4.4 Multiplex Acceleration Model (MAM) and Extension -- 4.4.1 Single Sliding Model -- 4.4.2 Multi-movement Model -- References -- 5 Extension of Discontinuous Deformation Analysis and Application in Run-Out Analysis of Earthquake-Induced Landslides -- Abstract -- 5.1 Introduction -- 5.2 Theory of DDA -- 5.2.1 Basic Theory and Time Discretization -- 5.2.2 Contact Mechanism -- 5.3 Validation of Static Sliding -- 5.3.1 Limitation of the Original DDA -- 5.3.2 Extension of the Original DDA by Importing Edge-to-Edge Contact -- 5.3.3 Validation of Static Sliding Block -- 5.3.4 Remarks -- 5.4 Validation of Dynamic Block Model -- 5.4.1 Effects of Model Types on the Residual Displacement -- 5.4.2 Effects of Vertical Seismic Force on the Residual Displacement -- 5.4.3 Effects of Model Strike Direction on the Residual Displacement -- 5.4.4 Remarks -- 5.5 Validation of Trampoline Effects -- 5.6 Simulation of the Donghekou Landslide by Using the Developed DDA Program -- 5.6.1 DDA Model, Parameters, and Seismic Loadings -- 5.6.2 Results of DDA Simulation -- 5.7 Conclusions -- References -- 6 A Case Study of Earthquake-Induced Landslide -- Abstract -- 6.1 Introduction -- 6.2 Background Information -- 6.2.1 The Wenchuan Earthquake -- 6.2.2 The Daguangbao Landslide -- 6.2.2.1 Geological Setting -- 6.2.2.2 Failure History -- 6.2.2.3 Failure Type -- 6.3 Material Properties and Ground Motion -- 6.3.1 Material Properties
  • 6.3.2 Ground Motion -- 6.3.2.1 Selection of Input Ground Motion -- 6.3.2.2 Baseline Correction -- 6.4 Stability Analysis by the FLAC3D -- 6.4.1 The Finite Difference Method -- 6.4.2 FOS and Strength Reduction Technique -- 6.4.3 Numerical Simulations -- 6.4.3.1 Cases State -- 6.4.3.2 Models -- 6.4.3.3 Boundary Conditions -- 6.4.3.4 Mesh Size -- 6.4.3.5 Mechanical Damping -- 6.4.3.6 Dynamic Loading -- 6.4.4 Results and Discussions of the Stability Analysis -- 6.4.4.1 FoS -- 6.4.4.2 Tension Failure Area -- 6.4.4.3 Permanent Displacements -- 6.5 Run-Out Analysis by the Extended DDA -- 6.5.1 The Seismic DDA Code and Basic Assumptions -- 6.5.2 Geometry and Properties of Sliding Blocks -- 6.5.3 Earthquake Forces -- 6.5.4 Results and Discussions of the Run-out Analysis -- 6.5.4.1 Simulation Results -- 6.5.4.2 Role of the Seismic Loadings on Landslide Run-Out -- 6.5.4.3 Sensitivity Analysis of Shear Strength -- 6.5.4.4 Effects of Topography and 3-D Effects of Block Geometry -- 6.6 Conclusions -- References -- 7 Conclusions and Future Studies -- Abstract -- 7.1 Conclusions -- 7.2 Future Studies -- Appendix A -- Appendix B -- Bibliography
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1 online resource (212 pages)
Form of item
online
Isbn
9789811029356
Media category
computer
Media MARC source
rdamedia
Media type code
c
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Specific material designation
remote

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